[1]LIU Jian,GAO Kui,ZHOU Guan-gen,et al.Study on performance and practical moment versus rotation model of new type outer-shell end-plate connections for concrete filled steel tubular column and steel beam[J].Journal of Zhengzhou University (Engineering Science),2015,36(05):58-.[doi:10.3969/ j. issn.1671 -6833.2015.05.013]
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Journal of Zhengzhou University (Engineering Science)[ISSN
1671-6833/CN
41-1339/T] Volume:
36
Number of periods:
2015 05
Page number:
58-
Column:
Public date:
2015-11-29
- Title:
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Study on performance and practical moment versus rotation model of new type outer-shell end-plate connections for concrete filled steel tubular column and steel beam
- Author(s):
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LIU Jian1; GAO Kui1; ZHOU Guan-gen2; CHEN Yuan1
-
1. Department of Civil Engineering,Guangzhou University ,Guangzhou 51006,China;2.Zhejiang Southeast Space FrameCo. , Ltd. , Hangzhou 311209,China
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- Keywords:
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outer-shell; connections of concrete filled steel tubular columns to steel beam; practical momentversus rotation model; mechanical performance
- CLC:
-
TH133.4
- DOI:
-
10.3969/ j. issn.1671 -6833.2015.05.013
- Abstract:
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The unilateral bolt connection nodes of new type concrete filled steel tubular columns with outershell and steel beam was put forward by summing up the previous deficiency of connection nodes. Based on theexperimental and theoretical analysis,in consideration of the initial geometric imperfections of steels and con-crete damaged plasticity model,end-plate connections for concrete filled steel tubular columns and steel beamwith outer-shell and without outer shell finite element models were established respectively.Under monotonicloading in finite element model,analysis the damage and working mechanism; according to parametric study a-nalysis the main factors of initial stiffiness and bearing capacity for joints and establish M-0,practical model fornew type joints. The results show that the joints with outer-shell have greater initial stiffness and bearing ca-pacity and better seismic performance.The M-0,models which was presented in this paper are reasonable andreliable.It can provide a reference for theory design and real engineering application.